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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE i I block construction COVERED PORCH 5/8" thick x 8"J cut Finish Columns with coral finished stucco binds 5/8" thick cut coral finished stucco bands LEFT ELEVATiON IIEGRES� RIGHT ELEVATION I ,.9 if .VkO Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D �r1��i�CHN1�F1�5 (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" e dd F CME laps fastened with corrosion resistant tin caps and with 1.25" ring sh>�nk-_�ry6�l 1, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field Atttiqlt tr1,'iRiy` deck to trusses using attachment detail on this sheet 12 SLOPE 14 EGRES PER D 3 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction AR EPtfai�4+1�oc, ypRMfAYBEkE)fELDNR EfCTO�iNSCSA RcoMSP ACtaPeECOD"S.To Product Approval 5ubnittl Affidavit 41CA - Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Slulightf Opening NOA/FL Product Model # Manufacturer Glass Attachment method JEST Zxppiretion Design Pressure Type NUMBER Date of Approved Tests 1,2,3 MI Windows L i�x cone mi qnetrat au et msx ram ear corner end L�o.e. therea`�ter throat PT �uck into solid FL# t4 I1499.2 Single Hung Series I85 and doors tilled cal wall main aiming min 2.5' edge distance m strict adherence to the t approyal. ± 60 par A I6-0330.02 Overhead Model 824/811 9'-4" max. width DAB biod, With go 1) as Lr'at. wmg 3/8' z canweRi NLC bl.n.. ah.. .c With rtk 76 T ft'3 W' win Y ear c. 16/& k@ distarea. ach t aek to buck A) 5} eMead leg breeket 10-9-21 + 50.0/-60.0 par P Garage Door IL'-O" max height eng x ull .ens m .eel, aerkrrarp inn of I. edge distance - GC to stnoti; adMre to product approval 'ravde v! nut amelior m rdler diartw I/ dia. tagcon with min 1.25' embedment at 3" max B FLU 14474.1 DesnElco Fiberglass Jeld-Wen from doers and I11.5" o.c. max thereafter in head and jambs. + 50.0 PSF Smooth Pro/ Sliding Glass 3 L x 3 ppcome w mirk. penetration at L max 1lron em corner and l" o.c. alldouble raj tharee or through C FL# 15332.2 D oof Series 420 MI Windows and doors PT Bucinto solid Pilled CMU wall maintaining min 2.5" edge distanee m stricodherence to the product approval + 48.2 PSF - Product NOA/FZ Model # Manufacturer I.tachment Method ES Expiration Design Pressure Date of Approved Tests NUMBER For CMU use (2) 1/,Ix 2 3/4' tapcome with min 1 1/4' embedment CM-18S31 MI Windows penetration into eachlull Clip. Attach mull to clip using M) #10 x L25' ± 118.9 PSF Mullions FL# 15353.8 vertical mullion and doors self tapping screws pt clip as shown in product approval. Roof FLU 11651.12 SV Crimp P Gulf Coast Supply 2L ga. 5v crimp metaroofmg attached to plgwood deck using #9 x 1.5" wool screws wth self eating washer at 12" o.c. max seating over ASTM D Metal Roofing and manufacturing g (type 2) 30 ib felt derlagment installed with rm. 4 side laps end L" end laps fastened uth cocoon resistant tin caps and with 1.25' ring shank nails - 108.5 PSF spaced L" o.c. at all ps and two staggered rows 12' o.c. in field. Attach deck to trusses usingittachment detad on roof plan Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Kagcan Install using 2' x 2 battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screk at each truss. Install soffit to battens using +55.0/-35.0 PSF Vin I Soffit y O is x I.5' Ion rinc shank nails withd. Hurricane 24 Gauge Global Protection Install using 1/2' di solid set lead anchor& with 1/4' dia.-20 x 1.5" Panels FI# 15014.2 Storm Panels Products LLC long SS screw hearcombo. with Neoprene washer at 12 1/2' ox. bottom 13' ± 45.0 PSF along the ad o.c. at the top I have reviewed the above and approved it by my Seal blow. ( Architect or Engineer of Record ) 2" x 4" top plate MANUFACTIRES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL. DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED base -board ALL MANUFACTURES LABLES U FACTORS AND SHGC CON WITH FBC ENERGY CODE REMAIN ON ALL DOORS AND UNTIL INSPECTIONS ARE AF Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 6'` o.c; at all laps �and 'two�at -.aggeredtrows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATiON rHESOZANS qoUgdEOTO0aUIREDTOAWCPOSEDWOECTIONS RKMA Q0 p EESSARYSPEOORSWITFfdN6 NERTOT!{gT 12" 12 4 1 SLOPE, } 5/8" thick x 8"W cut Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ ---------------- �-7- SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" CDX PI wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ' I1-MMil� coral finished stucco bands FRONT ELEVATION SCANNED. BY sT Lucy cc�� I ? Z- -O 070 7 ST. LU IE COUNTY BUILDING DIVISION REVIEWED FOR COM LIANCE REVIEWED BY 1/2" drywall ceiling on truss bottom cord DATE ^ PLANS AND PERMIT MU T BE KEPT ON ]OB SITE OR NO INSPECTIONS) WILL BE MADE 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinc Partition Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net �i?S,ORATTACHMENT4 �k ' EriPFONSI61LITYOFTHE �Ofe'r rr'on OFREOORD nts Wunne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = F-O" FILE C0 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: 145 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4:12 Internal Pressure Coe`licent: ±0.I8 TOi� Subjectability to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4„ Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.4 = 0.126 Adjustment factor for Exposure Height: ASD design 2:12 ITCH Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; O.LDL+0.61111. Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat 0= Roof Zone I Wall Zone: 5. +35.8/-'41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Ea = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: ® = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD. 45 par FLOOR DEAD LOAD: 10 sf JOB ADDRESS: Model: Date Drawn Revisions Sheet Comm # 5-9-11 REAR Drawn by: j ' PORCH C.C.U. I V LEFT Checked by: D.R.B. OF 5 Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with work, steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install 6" from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... t0 have slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. IE6" 1/2" drywall 4. No dissimilar metals to touch. 2%," 2�" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %" /," ALL Concrete used for vertical filled cells, cont. tie beams etc.. to b II b 000 PSI d/ 4 000 PSI t ° Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate sha e 3, concrete an or grow mix2%," KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord 4� , Of trusses With Screws per FBC R102.3.5, p 2 Attach block wall with buck to I/4" ilia. Elco conc screws with min. 1. ALL wood In contact with concrete shall be pressure treated. O O 11/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" and 4" max from each corner thru Exterior face 2" x V PT Buck 9. ALL plumbing fixtures to be low flow. or wall cries 10. Contractor to Provide Drain at water heater In accordance I'll i with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for us wat ood screws thru jamb into buck and max and handicap accessibility requirements. � „ 2 %_° 2%=" , " Detail a t Door priortodoor attachment 12. 12. Lowest finished floor to be set by Governing Building Department /' 6" '' NTS surveyor t0 Set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302,6 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL BLOCK INSTAL ATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceilingshall have a flame-s read classification of not greater than 200 per FBC R302.9.1 p 9 from afte garner end 20." o.c. max and atjambs per and ate ctt 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9,2 Exterior fete head approval I1 All d tt I t t I In talled on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT expose a is lnsu a Ion ma arias s flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Variea materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit Info box of code edition 18. Gypsum board material shall conform to ASTM C36, C79, C4_15, C514, C630, C931 r'x4" P.T. Buck nailed to C960, C1002, C104-I,C1171 1, C1118, C1218, C1395, or G1391 and shall be installed Detail at UJlndoWs Flack with case hardened nails rior to window attachment according to the following: (FBC R702.3.5) Masonry Beam NTS nailed to / b prior to door attachment Drywall Framing I" x 6" P.T. Buck Max. spacing lock with case hardened nails Thickness of fasteners installation Location Orientation Member Nall sizing options for 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118,I, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM L0 Install SGD thru buck into block with 3/14" tap -con with penetration at 6" o.c. max. /from each corner and 20." o.c, max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall 11/2-7 C1288, C1325, OR CII18 and installe I.A.W. manufacturers recommendations shall Bottom Track _—�Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas, SIII Install SGD thru buck Into 21. Insulation includingfacings such as retarders or vapor permeable menbers installed block with penetration tap -con with g p p Sliding i d l n D Oor D e t a l l I from penetration at 6" ." max. within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics g from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyln smoke thereafter at Jambs per product approval developed index not to exceed 450 When tested in accordance Kith ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet .SimpsonETA 20 or equal hurricane anchor at each truss with (10) lod x 1 I/2" nails ( 24" o.c.) supporting Max. ISIOIbs. uplift Aluminum Drip — Edge t Fascia 2" x 6" Sub -Fascia 7 Kaycan full o vent vinyl soffit installed using 1/8" dia ,honk x 1 5" long gale. rooring nails with 3/8" die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar Vert. w/ 30" overlap at each filled cell 12 4 Wood Base Y PRE-ENGINEERED TRUStES at 24"o.c. TYPICAL (shop drawings by manufacture) R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 16" o.c. with R4.1 f1-foll insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes o Mortar to be Type "M" onlg proportioned per FBC R607.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill TYI)ICAL SECTION 14" x 14" Concrete footini with (2) 45 bars cont. an4i #S transverse bars at 48" d:,c• Scale : 1/2" Window Schedule Mark Size Rough Open. Window Descri tiOn PRESSURE ZONE I. 4'-5%s"x 4'-6 %a" 54%a"x 54Ye" Single Hung ZONE 4 2. C-221e"x 5'-3 %a" 15" x 63 %' Single Hung ZONE 4 3. 2'-2• x V-2y,' 21%2'x 38%" Single Hung ZONE 4 4. V-1" x 5'-3%a" 38" x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint rid mullions per elevations. LL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE X l'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"%," x 83%" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" 14" x 81 %,° Fran »t"a Sliding g Glass Door ZONE 4 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" 2'-6' X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 6'-8" x I N" Solid Core Wood, steel, or Masonite Door 111 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND All wi Exterior doors to withstand pressures stated in permit info x on sheet #1 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough openln� dimensions to be verified by contractor h manufacturers specs prior to construction 12" 31, Verify attachment hole location with GC prior to fabrication 3/e" steel 35'-O" 2° 12" a' -lore" IS'-3° T-1 �2„ ,'-, Y2„ 2 a o EE 0" o0 O EGRESS Filled cell under girder above PORCH o o WIRE LATH t STUCCO CEILING MASTER N c O o BEDROOM ° 00I I IMIO 00 00 D 8'-0" A-F-F- Flat Ceding � I I D (DV I O Vanity to be I 34 high 8'-0" to 9'-8" A.F.F. Rod t Shelf Vaulted Ceiling T GREAt ROOM oUaq )aWAoLA'- *DRY " I Q 6" COUNTER TOF BRACKET DETAIL a - I in O m O 8'-0" to 9'-8" A.F.F Vaulted Ceiling DINING � ROOM 3/8" thick steel l cow ter top supports counter tous to I I eq- \ i overhang wall 1.5" 6" Vanity to 1 I 34 %2"high counter tops to T overhang wall 1.5" ;t- eq. PANTRY IL OAB I ---I DW 1 +41" high wall I i 0 0 I I KITCHEN 8'-0" to 9'- " A.F.F. OJL O Vaulted �eiling I — 6 Upper cabinets to extend over Ref. ICR WAVE NON VENT REF. L O 3e' CLEAR OPENING — — m `� —II Batts Inaulatioa O �/ 4"� Steel Ballard Provide auto closer See detail on this sheet W � r 22" x 0= I Attic Access I with light € g 1 G Q\ < A.F.F. Flat Ceiling m ,4R,AGE T O Block wall in ri garage to be k bl k E Ell MT LIN SECOND BEDROOM° 8'-0" A.F.F. AL Flat Ceiling 12'-8° O THIRD BEDROOM �I 1 m 8'-0" A.F.F. Flat Ceiling 4'I rQ z'-8" cil strut oc 2'-8" 11 13'-O" EMERGENCY r----------------- EGRESS I I 1 1 I I 1 1 O I 1 Q I I — `i I I I I bo I I I I I I R—II Betts InWation Provide auto 150 Amp closer Panel D 1 t I kl I II I 1 b (GOLF CART GARAGE 1 13'-O" i I I FEE S IM 1010 r asE 2'-8" O T-O" 2'-8" 6'-4" T-8" 9'-0" Braden t Braden ,AIA, FA Wc4nne Building Corp. Architects - Planners Tel S.E. Coconut Avenue T H E I I I I �I D S O R BTel (112) 281-8258 I w I �l a.../ Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia�comcast.net St. Lucie County Florida Stuart- FL S4991. 1$AAC000OS2 Tr ff i1 Im OJ 1` 0) in E COSY Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn : Revisions Sheet Comm # 5-9-I1 REAR Drawn by: 2- Is-1s8 PORCH c.c.u. LEFT Checked by: D.R.B. OF 5 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied STRUCTJRAL MOTES I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET stI EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1-4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. IL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FCUND�470N FL/4N I�• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before Starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar Vert. at 48" o.c. max. Provide (1) filled cell On each Side Of Openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-1111 and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 speclflcatlonS. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap—W SEE TYPICAL with concrete and at each filled cellSECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR GRA CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill °D MT 14"w x 14"d concrete monolithic footing with (2) #5 bars coat. 14" Is- F—I / TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) ul bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished floor - ILu e 30" 111, COLUMN FOOTING DETAIL SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14110 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 9 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS :h With WI Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 45 bar Vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ Grade SCALE 1/2" = 1'-0" = TYPICAL CTIONS 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill 5 F F dlt\ 14"w x 14"d concrete monolithic footina with (2) 45 bars cont. 14" ARAGE CURB DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"xI 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 4n 101, (2) tt5 bars cont. bottom steel 12" c DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated With a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location I 8'-10 %2" °T — — — — — — — — — - FI ❑° �� Filled cell under I girder above o I FI I 0 p Rear Porch Slab to FI ❑ L be poured separately t -�- I from House Slab. ❑ I o N I I I to to I Thicken footing to 24"w 14"d E E x x 24"L under filled cell — ° bearing. ---- F__Rear -�,Vlundergrd-er C"om - cN Ar W N PatioEE be flush with bottom of sliding door recess. ❑o❑_----°° IIIIIIII Slope I" _i1 IIIII iii'i IIII FI ❑E 4" concrete slab with fibermesh OR �m I CxC 410/10 WWM on 6 mill Visqueen over H.B. G, UUw I clean compacted termite treated fill E LL I W i:i R DRYER I L- I FI r I❑ EI I I -41 _1 I - 0 I EI I° IE O U1 _ o m I I r---• I I DW I® I I I EI �E �I 4" concrete slab with fibermesh OR 6'xC 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill WA MICROWAVE NON-VENT °❑ H B E CRE RE O 39' LEAR OPENING Oo I A/C W.H. --- v j$I E 4"0 Steel Ballard See detail on this sheet Fib w �I UJ 0- O NI FI E Meter and panel E 1 — — — — — — — m — — — J either side of ouse field verify I 771 w E EE N service location `° 1 0 Z, E i— -- --e- P- 41,Step O I I N o z �IF_ O I I I I a I J O 1.5" Recess for O 00 _ ° O O 1.5" Recess for - EO OE Garage Door 4 Garage oor "t T-8" 9'-O" 2'-81, 6'-4" -g" 9,_0„ 2'-8" 35'-O" le Double Filled Cell Column Single Filled Cell COlumn NTS NTS Braden It Braden AIA, PA Winne Building Corp. MODEL: Architects 411 - Planners S.E. Coconut Avenue JJ III (�I j "1 CJ O D REAR Tel : (112) 281-8258 I T I w I I `� T P O R C H Fax : E-mail: (172) 281-8283 bradenaia5comcast.net Spanish Lakes St. Lucie County Florida LEFT Qr..n,.r a1 Z.4QQ/ ttAAr`nnnn''I Date Drawn Revisions Sheet 5 Comm # -9-11 Drawn by: C.C.U. Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size - 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 �`: ♦♦♦♦♦♦jam ���♦♦♦♦♦♦♦♦♦♦♦♦ Ke Area Edge Field Fastener Pressure Zone 1 61, 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank 16 psf 3 4" 4" 8d ring shank 84 psf �iZone ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verify with Plan Provide #5 bare with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 77� 8U8-OB/OT precast --- �- - lintel set in mortar - Min. 8" Bearing - --- - 12"x 12" ilumn Block Rebar Rebar 48 Bar Dia. Min. Overlap to LIntel 4ttachm�nt NTS Provide #5 bar set in pre -cast ROOF F T,4N Scale lintel into beam where length of the opening calls for it. - O v h t I- O 11 I t h t d t on e PT Buck ad per jamb into filled ci 4" Pre -cast Sill er angs a tin ass o erul1se n0 e on — Roof pitch at 4:12 unless otherwise noted on th __-- — Truss shop drawings to be provided bg manufactl — Any changes to this plan Shall be Submitted to architect for approval In wilting prior to startle — ALL TRUSS TO TRUSS CONNECTIONS B`f TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to i 45 bars with min. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x I.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tggpe 2 felt paper using 8d Wads. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel rl " u u #5 bare Lintel Bar Clear A B Length Length Span Bars Bars 2'-10" 2'-8" 1'-6" 2?s3 none 3'-4" 2'-2" 2.#3 none 8F8-OB/IT BPS-IB/IT BPS-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none tt5 bars CLEAR i; `' '"w<; 4'-L" 4'-4" 3'-21, 2 7t3 none One Row of "H" Block Above :d;;;:.'. ,- # none Precast Lintel 5'-10" 5'-8" 4'-L" 2.#4 none Additional i 5'-4" 2 ii4 none s y #5 bars 2.45 none BFIL-IB/IT BPI(.-IB/2T 1'-10" 1 1'-0" 2,45 none NOTES: I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for remF. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel 51" Top Steel 517e Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-V BPS-OBAT 1 #5 300 15L9 1024 L31 2'-6" 2'-8" 3'-1" 4'-O" 8F8-OBAT 1 #5 25LI 13L3 %3 L45 4'-5" 5'-10" BF8-OB/IT 1 #5 1105 909 339 LBO 5'-0" C-0 811118-OBAT 1 tt5 1238 835 121 LLO L'-8" T-L" 8F8-OB/IT 1 tt5 534 LBO 8'-0" T-4" 8F8-IB/2T I #5 2 #5 T52 591 512 L90 T-O" 10'-6" BF8-IB/2T I #5 2 #5 443 530 401 L90B T-0" 10'-6" BFIL-IB/2T ONE 1 tt5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T 1 #5 2 1 tt5 582 494 452 LIOOB 10'-0" 1 II'-4" BFI4-I13/2T ONE 1 #5 2 #5 13AL 1028 452 LI20 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 #5 41I 428 324 L1205 12'-0" IV-4" SFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 1_I40 14'-0" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 L09 259 LILO W-O" l7'-4" 8F8-IB/2T I tt5 2 tt5 300 192 194 L160B IL'-O" Il'-4" 8FI6-IB/2T ONE 1 #5 2 tt5 950 I 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATIONI REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFCZ LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" nails — ( 24" o.c.) supporting Max. I810lbs. uplift Aluminum Drip —r Edge t Fascia 12" a2" x L" Sub-Fasci i Kallcan full o vent vinyl soffit installed mnq 1/8' dia shank x 15' long gals. roofing nails with 3/8' dia, head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bare Vert, tied_ — into lintels above thicken edge to 8"x8' with concrete and one tt5 bar continuous BEYOND Top of Tooter IL" below finished floor 12 4 1/2' thick stucco on attached to horizon Framing with nails a no lose than 1-3/4" horizontal wood frame into vertical wood fir Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete concrete black wall \\`e Concrete Anchors Per Manufacturers Space Flash and Counter flash Nail ledger to gable end truss with (2) 10d da at each web hi -rib lath vertical wood i to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan a a Anchors Per :ursrs Specs 1/4"Max. Aluminum Panel Sizes per manufacturer - See Tubical Stud Detail v 1/8' x 3/32" Wing Nut w/ I v appropriate washer and spacing i o u per manufacturer's Details a y .Ot3• i s c i m � 09T I = I J � I 1 4 m 0. m I �m � I Stud Detall Stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut Flush Mounted Shutter Detail cite Wood Base '07 i Brace Gable end with 2" x 4" SYP #2 Bft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WO ® 24"o.c. TYPIC, ( shop drawings bg manuf yR-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete -and (1) 45 bar cont. in each row. Substitute �recast lintel filled with concrete and (1) #5 ar cont, for bottom row over openings 1/2" drywall over 1" x furringg strips at IL" o.c. with R4.1 fl-fod -insulation on typical 8" Block walls All drywall to be installed per FBC R102 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned) and Mortar joints shall comply with FBC R Provide Dur-O-Rock at all wet areas (ex Fill cell with concrete and (l) 45 bar vert. (typical). -Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x4" 410/10 WWM on L mill Visqueen over / clean compacted termite treated fill III IIIIIIII \ 14' F I SoDctlon at Front Forch Scale : 1/2" = 1'-0" Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 28-1-8283 E-mail: bradenaia8comcast.net 1 Stuart_ FL 3499(. #AAC000032 Strap truss to wall using Simpson MGT with Simpson I-IETA 20 5/8 intro beam aeither wet tset ormin l m with erioxu embedment hurricane anchor at each truss Provide downspout Wunne Building Corp. THE WINDSOR Spanish Lakes St. Lucie Countg Florida 1 L X � r O� rn N � L a d4 11 O N = d a w N E C: ° — u N L 7 � FILE hurricane anchor at each truss rroviae wownspour. ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn z Revisions Sheet Comm # 5-9-1-1 REAR Drawn bg: d PORCH c.c.u. LEFT Checked bg: D.R.B. OF 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 T.0 kw #8 A/C comp 1 2 AHLI #10 9.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #G 12.0 kw 50 2 � 8 1 20 1 1.8 kw #12 Pump 9 1 10 1 Dryer #10 5,0 kw 30 1 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 L2 kw 20 1 1 20 1.5 kw #12 Microwave 15 14 Refrigerator #12 L2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts 912 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts 912 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 - 1 15 #14 General Lighting 31 32 Recepts $12 20 1 - 1 IS #14 General Lighting 33 34 Exterior GFCI 412 20 1 - 1 15 #14 General Lighting 35 34 Bathroom GFI 412 20 1 - 1 20 - #12 Smoke Detectors 31 38 General Lighting 914 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 1 - spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small. Appliance. Circuit(s). .. _ ....... ..... Range ... ......... .................. ......... ............. Refrigerator Microwave Dish Washer ........................................... Clothes .Washer..............................................1 Water Heater .Water Pump .................................................. Garage Door,Opener ........................................ 1135 3 5,205 2 1,500 3,000 1 12,000 12.000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1,200 1,200 1 5,000 5,000 1 4,500 4.500 I 1 1,800 1,800 I 810 810 Total Watts 311415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Leend Cj Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed f B Push Button Switch _ Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light �F Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac i Electrical Meter QS Smoke Detector M v�\v Ceiling fan Q Television Jack ❑1 Telephone Jack ncDIDISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom 3 TON SEE MANUAL "J" and Energy Calculation for Unit into FE ®= JUNCTION BOX TO SUPPORT A FAN A/C disc. O = THERMOSTAT LOCATION B/A = Balanced Air Ari Electric Notes: 42/0 Aluminum feed IP""""-rAN#E' I. Use copper wire only, no aluminum. detectors. 2. Provide and wire all required smoke 3. Contractor to verify location of electrical service and provider. Hu4- ALL paddle fans shall be on a rheostat. ALL bath and kitchen receptacles to be GFI protected. 2• PV5. 6. ALL exterior outlets to be WP/GFI protected.1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. in slab 2 npefwire9. A/C Return Air Balance Must comply w/ FBC RM1602FeDar 10_ A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical -contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testin and manufacturers recommendations which be verified to construction inspections including blower testing where require, shall prior 14. All work shall be coordinated with other trades to avoid 19_ The electrical system shall be completely and effectively interference with the progress of construction. 15. All required insurance shall be provided for protection rounded as wired b the latest edition of the N.E.C. g required y against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All Work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. PORCH 141 CFM IOxI0xl GREAT 141 CFM IOXIOxl 124 CFM IOXIOxb /MASTER BEDROOM 12x12x10 B/A 124 CFM IOXIOx6 141 CFM-J IOXIOxl rlw r 1-X1�x10 B/A 8x4x4 9 CFM I ROO 15 LOSE 12" DINING I i ROOM I I I I B ng DW I o 45HE� DRYER LAUNDRY 6 CFM //\ex4x4 I I In 124 CFM IOXIOX6 KITCHEN 16" MICROWAVE NON -VENT 2OX2O O 39" CLEAR _ T (Ifr�A L OPENING - ��.e111 01 - - - I 114" 4" 0 Steel Ballard I See detail on this sheet 1 I W tt r 22" 54" 1 I > / x Attic Aces" I z light L 14 1 -with - - I I 4z4 48 CEO" GARAGE r-----------------i I I I I I I I I I I I I I I I I I I I I I I I I 8x4x4 50 CFM 2=�6 CFM r-" 8x4x4 L/T 4, r 1 *�12x12x8 ILL" B/A Ill CFM 12x6xl SECOND BEDROOM 12XI2X8 B/A THIRD BEDROOM 100 CFM IOx6x6 150 Amp Panel GOLF C,4i2T GARAGE I I I I I I I I MECH,4NfCAL L,4YOUT O=THERMOSTAT LOCATION SCALE: 1/,4" = 1'- O i Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart_ FL S499/e #AACOOOCS2 Vent thru -Soffit nstall owlet under disc. not shown for Clarity WP GFCI G AiC Wire For . Front Post Light PORCH I / WP GFCI I I0 I M I I MASTER BEDROOM I I �-- I I / GREAT ROOM Y I LOSET I L-- � I \ I \ \ o I \ WASHER DRYER I \ \ LAUNDRY DINING I \�� �` �I ROOM I , i 111 La� 111 1 I ITC�HE�I _ e 5c3 II ® MICROWAVE I v4 iNY1N-YENT REP. \ 7 73OPENNAR \ L - - - GFCI11 1 GFCI - - - GFC \ 4"ib Steel Ballard / See detail on this sheet I / r W r� I r 22" x 54" 1 ?I/ I Attic Access - sj O = L-withyglit I m Q OPTIONAL PANEL / 54 LOCATION / GARAGE 1 / VP 'I'\ SECOND 1\$EDROOM I � 1 � � THIRD s---BEDROOM I � I � / 1 GFC� GFCI \ \ / tight \ I 160 Amp to eerier GFCI / / \ GFCI Panel r--------®=------i r �� _=®--------� Garage I Garage Door I \ Door 1 Opener 1 \ ° Opener \\I GOLF CART I I GARAGE I I I to garage Ilhghts GFCI I I G I I � I I Wwnne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida WP GFCI ELECTRICAL FLAIL O Post Light with Photo cell SCALE: 1/4" = 1'-0" Center Post Light between driveways MODEL: REAR PORCH LEFT Date Drawn 5-9-11 Drawn bt6: C.C.U. Checked by: D.R.B. Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sG. ft. required Provide A Continuous Vented Soffit Revisions Sheet E - I OF 5 Comm # A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXGEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span 0 degrees Spreall Bar or less f -1/2 , 1 g Line Span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example. you[r r ase may not matal,. ,sist crane operator sets truss this way. ZD hag 4__Approx 2/3 tom Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AIR HAN�1---EFL NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss -to Truss_ Connections see hanger/connector rDome be as de tabs 0 schedule in engineering e nails. package. Carried Truss SEAT PLATES BY CHAMBERS 12 4.00 f- upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chard WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRIJSSES FOR THE FIRST MODEL SHOULD BE SNIPPED AND SUCCESSFULLY SET BEFORE AN1 MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 1 fi'_3" 19'-9" ✓y - 19'-9• 1 S'_4• I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY 131/1LDER AT A HEIGHT of 8'-0" ABOVE FINISHr t) FLOOR FABRICATION AGREEMlTRL"UCANWTOESTA t:rm tiara rrss Ao1MWMlen a aYrteD ' TMteldKslplwd slldsp.es: - 1 .1YuaM M b• peds h Iltrtt{ .tCCtrtetlte NCI [lee trap Dheeeta t m ke. �eliCbltb aab ateatybra4 dleoseeelkeesn dels ttlnees. 2.AMtiewalore h tii tershe Ires bawl wresd dillia 1 1Lieis 1nMetl thee. Y plwlded by arershf svri* b Clews rows Mlh Amh dwterth s Y'M �°"' "nM. rws %8 be +o..d..ln e» a:2i b.YyuuLAiWpertiaitrM/orplhlals- bpi '"' "011lw nbpwen,nledetrl 7: TNr le • Pl1RC7ilt' 21 b "'� �Pd br Ohembw 7 w� rsenhwlt a twteotisbM Pdn. trnolos M wahedean 7tlw a Mw elm epaed 4 a ► I hwb [Pry. bs meds d eollndlled date fyfftr„W� er ieerjt tehtrabd trtaese Tlr Itwlel.bll.d spw b PAY chnhbet..Tryp opswl.ys ~ �rlitrynrdwt-1/lxPWIllo th.yyts 0.elpletrssaInilli swwobereanrisshadonafteniP.!tpwtbeelernhelher- P. h Ilthlle(detdtwl d Ch T.�w - - — - _ - ....... •. •r melwn.l. susaibtnd rr WwwIM P'sruwte Nhen fills d wty held i trldetrledllen tined b 11ws trY.+nr welyr t00etetrn ttrlrY end eve t.hdrs(pyd tla.ee b pry t.hdh s tidltdnD tsptlsys ten. a dsG.d h Psynhwe ter Ith6ttd a hnsde M ehs svwt OfWo ay t1lpslpll owloetrlYp tie eerwnwlt, Nr etnw esNelhed vaindaf Is ,et M�w.�h. ewt pwees setss ert al. syM venw 6x soy such stAt 01lon VA ==amI sn per�lhhdetpe t,YateWdAtld �tsennheehded Olitlskhn On ' ro Mdd Ple CW0r .eNd W Tnaan i i rarz irn.E e A,P,adrbwftWbaro"pwaa=1-WbPtwlentrjuyaMWtWti�neps = blitfore ply am it must be fasbned toasArar par mMlir erbg 6efors Y am fa8urs to do so can nbtdt In [oaf CoUllpill T am regedred and can saw We relish lbpldr of go truss oncbr. Sbrdy the contionts of AteAle Lids n packet qtqlded on delvwy 7gomirrutbesetandb IgNij adeetplbpserltiljls A tmpa Tnasas Must be set pdnnb and equam Do r0tiet bunks ar stack of pyerood, rooft "Ills rlal of any .. _oAwi• eldhCartrabd ktads on intssase this can cause eoNWII DONOT sErTRUSSES USING THIS I.a1roUr USE LAYOUT DEtJVeMED WITH TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerlti Florida 34981 800-Ml -5932 Fat Plane rr2.4ft.M2 Vera Such rrA4W.=2 Fat rr2-406.li /772-288.16102 ----.- __ �_ ..._. __�._.__••r_�ew.naea.walepa�pttd4'P1iY Stuart s,' The Architect's or Architect's representative's — shots drawing approval Is NOT a "double Ctlack" of the contractor, The cnntrnotcr shall remain responsible fur ci:ucxing field rneasureinents and other constru.;tlon criteria. Architect's r. 3 ta� 1 ' LL '-- ` approval covers general rani shape, review of truss strapping, and loading on structure from avit Y e+,d uplift loads and • their r s ective Iota ions./ Approved By: 117 Date: 910/93.2 MITIEK 4.2 Braden &Braden A.I.A. P.A. DESIGN CRITERIA --- County I SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 Loading in PSF Roof R.D.L. _ w ', _ Top Chord Live 20 Chord Dead 7 4.2 .. I^ ( Bottom Chord Live 1Non-Concurrento Non -Concurrent , c — Bottom Chord Dead 10 3 TOTAL Load 37 7.2 m Q I Duration Factor 1.25 a, ,. Wind Speed 165mph `o 9 Top Chord C.B. Sheeting by builder. t �o Bottom Chord C.B. Sheeting by builder. 1 Highest Mean Height 16-1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Of W /�A I , — / PORCH RIGHT CLOUTED AREAS ARE OF PORCH LEFT SPECIAL CONCERN &MUST BE i C CHECKED CAREFULLY & MAY C t INDICATE DEVIATION FROM PLANS. 15 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT rc.u.�..—tct>,uatrnny ueaa t_000 t -m=k OnBnWUs Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildinq Desiqner and/or Enaineer of Record_ Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' 82 total trusses, 15 different trusses. MI 4, RLC ACAD: RLC Reviewed By:-1L /4rs/is Date:10107/15 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 7s� ^c3 o5 )904#alq